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R, • • <br />Watershed Discharge and Water Quality <br />Description Peak Discharge Peak Settleable Concentration <br /> ~ cubic feet per second (mlft) <br /> (cfs) ~ <br />watershed above the develop- 0.53`'- nas <br />ment waste pile interceptor <br />ditch <br />watersheds 1-1-1.1 and I-1-1-2, 0.29" na" <br />circumvential ditch DWP-W <br /> 0.17`.0 122.725.6 <br />watersheds 1-2-1-1 and 1-2-1-2, 0.47" na" <br />circumventing ditch DWP-E <br /> 0.28s'` 136.39s.6 <br />watershed 1-3-1-1 0.93" na`~ <br /> 0.56s ° 170.15s ° <br />vegetative debris filler ~ <br />IN 1.02s° 153.04s ` <br />OUT 0.99` ° O.OOs' <br />' 100-year, 24-hour storm event <br />= See Enclosure 3 <br />s This value is not a SAE criteria parameter. <br />' See Enclosure 4 <br />s See Enclosure 5 <br />` 10-year, 24-hour storm event <br />Ditch Dep[h and Water Velocity <br />Description Depth (with Freeboard) Velocity <br />Interceptor Ditch, Development <br />Waste Pile 1.21 feet' 0.50 fps' <br />circumvential Ditch, DWP-W 0.70 feeP 3.69 fps2 <br />circumvential Ditch, DWP-E 0.74 feet' 4.16 fps' <br />' Enclosure 6 <br />= Enclosure 7 <br />' Enclosure 8 <br />8. PROPOSAL <br />Mountain Coal Company proposes to construct the development waste pile as described and to employ best <br />management practices to: 1) reduce sediment discharges oll the pile to concentrations less than effluent <br />s[andards, and 2) to protect the pile. <br />(West Elk SAE, [.one Pine Gulch Development wazte Pile, Pape 7 0(8) <br />